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GRP Pipe SystemsNew Standardisation Developments
Thomas SimonerProduct Compliance and Quality Management
Amiblu Europe - We are where you are
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• Largest global GRP pipe technology centre in the World and the home of Hobas and Flowtite
• 6 GRP pipe factories strategically located within Europe• 40 partners around the world• 1500 employees in Europe• References and installations all over the world with different
installation methods like open cut, above ground, trenchless (jacking, relining),…
Sales officeProduction plant
• Sewage systems• Renovation systems• Bridge drainage systems• Drinking water supply• Industrial applications• Power plant pipelines• Irrigation systems • Storage Tanks
Production ProcessCentrifugal Casting
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Amiblu CC-GRP (Centrifugally Cast Glass-fiber Reinforced Plastics) pipes are based on fiber reinforced composite materials made of unsaturated polyester or vinyl ester (VE) resins (UP), chopped glass fiber and minerals. These raw materials are progressively fed into a rotating mold, thus building up the wall structure from its exterior surface.
Production Process Continuous Filament Winding
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The fiberglass filaments are wound on in a continuous process involving continuous glass-fibers, chopped glass, specially selected fillers and resins. The strength of the pipes is determined by the mixing ratio for the various components.
CompositesFiber-Reinforced Composites
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Tailor Made Product Design
Resins
Glass Fibers
Additives
Recipe Design, Process
Layer Property
Properties
Fillers and Aggregates
Glass Fiber Reinforced Plastics PipesApplications
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New normative requirements for GRP pipes for water supply, drainage and sewerage
ISO/TC 138/SC 6 and CEN/TC 155/WG 14
Standardization CommitteesISO/TC 138/SC 6
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• ISO/TC 138 “Plastics pipes, fittings and valves for the transport of fluids”
• ISO/TC 138/SC 6 “Reinforced plastics pipes and fittings for all applications”
Established in 1983
34 published standards
08 standards under development
24 participating members
21 observing members
Secretary by Austrian Standards (ASI, ÖNORM)
Source: www.iso.org
Standardization CommitteesISO/TC 138/SC 6 and CEN/TC 155/WG 14
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• ISO/TC 138/SC 6/TG 1 “Design and test methods”
• ISO/TC 138/SC 6/WG 1 “Methods of test”
• ISO/TC 138/SC 6/WG 3 “Specifications for pipe systems”
• ISO/TC 138/SC 6/WG 5 “Installation”
Product Standard
Test Method
Assessment of
Conformity
Installation Method
Design Method
Static Calculation
(Raw Materials)
Structure of DocumentsThe main activity is on theISO standardization level
• CEN/TC 155 “Plastics piping systems and ducting systems”
• CEN/TC 155/WG 14 “Systems of glass-reinforced thermosetting plastics for all applications - Polyester, epoxy and polyester resin based concrete”
ISO
ISO
ISO
ISO, CEN, National,AWWA
ISO, AWWAISO, CEN
ISO, CEN
ISO/TC 138/SC 6 and CEN/TC 155/WG 14Important GRP Pipe Standards
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EN 1796 Plastics piping systems for water supply and for drainage and sewerage with or without pressure – Pipes, joints and fittings made of glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP)
EN 14364 Plastics piping systems for drainage and sewerage with or without pressure – Glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP)
CEN/TS14632 Plastics piping systems for drainage, sewerage and water supply, pressure and non-pressure – Glass-reinforced, thermosetting plastics (GRP) based on polyester resin (UP) – assessment of conformity
EN 15383 Plastics piping systems for drainage and sewerage – Glass reinforced thermosetting plastics (GRP) based on polyester resin (UP) - Manholes and inspection chambers
ISO 10467 Glass-reinforced thermosetting plastics (GRP) based on unsaturated polyester resin (UP) Piping systems for pressure, and non-pressure, drainage and sewerage]
ISO 10639 Plastic piping systems for water supply, with or without pressure – Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin
ISO 16611 Plastics piping systems for drainage and sewerage without pressure - Non-circular pipes and joints made of glass-reinforced thermosetting plastics
ISO 25780 Plastics piping systems for pressure and non-pressure water supply, irrigation or drainage and sewerage. Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin. Components intended to be installed using trenchless construction techniques
New publications and improvementsISO 16611 non-circular GRP pipes for renovation
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ISO 16611:2017: “Non-circular pipes and joints made of glass-reinforced thermosetting plastics”
Document was based on an Austrian standard (ÖNORM B 5163) and a Belgian product specification (BCCA PTV 652) with specifications:
• for raw materials;
• dimensions and tolerances;
• short-term properties;
• long-term properties;
Mainly based on declared values thatare used for static calculations- Flexural strength (σb)- Flexural modulus (Eb)- Flexural strain at break (εb)
New publications and improvementsISO 16611 non-circular GRP pipes for renovation
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Difficulty how to perform reliable term tests on non circular products?
Short-term properties: Samples are cut from sections with a low curvature.
Long-term properties: Type tests, that are carried on circular products that are made with the same materials, design and process as non-circular products.
→ Make usage of well established testing methods;
→ Elimination of geometry inaccuracies and static undefined loading conditions;
Strain Corrosion test method (ISO 10952) can also be used for determination of long-term bending strength
New publications and improvementsISO 10639 and ISO 10467for GRP pipes for water supply, drainage and sewerage
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ISO 10639:2017: “Plastics piping systems for pressure and non-pressure water supply - Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin”
ISO/FDIS 10467:2018: “Plastics piping systems for pressure and non-pressure drainage and sewerage -- Glass-reinforced thermosetting plastics (GRP) systems based on unsaturated polyester (UP) resin”
• Both standards were initially published in 2004;
• The only difference in the documents are requirements against chemical attack form the inside which is only mentioned in ISO 10467;
• A major revision on ISO 10639 was started in 2015;
• Based on ISO 10639, the drainage and sewer document ISO 10467 was adopted;
• The ISO documents will a model for the revision on the CEN standards;
New publications and improvementsMajor modification and improvements in the product standards ISO 10639, ISO 10467
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Following improvements have been taken into account during the revision of the product standards:
(1) Inclusion of a guidance for design practices which are based on a partial safety factor concept and risk management engineering, as well as inclusion of the probability of failure and possible consequences of failures → this included the development of a new standard ISO/TS 20656-1;
(2) References were made to the general principle for the reliability of structures detailed inISO 2394 and EN 1990 (Eurocode);
(3) Clear reference for assessment of conformity → reference to CEN/TS 14632; (4) Inclusion of pressure tests requirements for fittings; (5) Inclusion of mean-term pressure tests for joints and inclusion of bending test requirements for joints based on CEN product standards → by modification of joint test methods
(6) Complete modification of Annex A for the establishment of the design requirements
New publications and improvementsGuidance for design practices based on the partial safety factor concept and the principles of reliability of structures
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• The previous pressure requirements were based on a so called sliding safety factor concept depending on the pressure classes. The safety factor is depending on the pressure class, variations of the material deviation are taken into consideration.
• Partial safety factors for e.g. the effects of actions and the material resistance are not taken into consideration.
• There is no guidance for adjusting safety factors based on the risk in operation. There is no base for an adjusted design based on a risk management.
• There was a need identified to adjust the relevant product standards and start to align them also with the partial safety factor concepts described in the Eurocodes EN 1990 or in ISO 2394.
Minimum and mean long-termpressure safety factors as given inEN 1796, EN 14364 (2013),ISO 10639 and ISO 10467 (2004)
New publications and improvementsGuidance for design practices based on the partial safety factor concept and the principles of reliability of structures
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• The safety factor is based on combined safety factors based on the effect of the action and the material resistance (structural resistance). Basic model is shown in EN 1990 and ISO 2394. Default parameter are given in the product standard to calculate a base design
• Uncertainties in pressure (action) and material shall be taken into consideration.
• Pressure safety factor is independent from the pressure class (similar to the AWWA M45).
• The process consist of minimising the risks involved compared with the perceived costs. A risk analysis for projects shall be made to select appropriate safety classes and quality measures.
• Possibility of adding additional safety factors due to e.g. higher service temperature, chemical attack (see also the concept which is given in EN 13121-3)
• Clear definition of the quality criteria for the pressure test (requirements for the BRT -> batch release test)
New publications and improvementsGuidance for design practices based on the partial safety factor concept and the principles of reliability of structures
17Source: ISO/TS 20656-1
New publications and improvementsGuidance for design practices based on the partial safety factor concept and the principles of reliability of structures
18Source: ISO/TS 20656-1
New publications and improvementsGuidance for design practices based on the partial safety factor concept and the principles of reliability of structures
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Effects of action (internal pressure)
Model uncertainty Uncertainty of pressure Uncertainty of long-term
pressure Uncertainty of short-term
pressure (surge) Uncertainty of thickness and
Modulus Uncertainty of diameter Risk classification
Material resistance (internal pressure)
Short- and long-term resistance
Conversion factor short-to long-term resistance
Coefficient of variation of material properties
Availability of statistically verified material properties
Process stability Lifetime, service time Etc.
d 1d 1
mean value sensitivity factor, tabled value reliability index (depending on possible failure consequences)V coefficient of variation conversion factor from
short to long term property
New publications and improvementsGuidance for design practices based on the partial safety factor concept and the principles of reliability of structures
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Example of calculation of the combined uncertainty for strain as given in ISO/TS 20656-1
whereuε is the combined uncertainty;up is the uncertainty of internal pressure;ur is the uncertainty of pipe radius;utE is the uncertainty of pipe wall thickness and modulus;r is the mean pipe radius;p is the internal pressure;tR is the thickness of the load bearing layers (i.e. excluding liner and protective layers) of the laminate of the pipe in service;Eht is the circumferential tensile modulus of the laminate.
→
Pipe
ε=0,00233DN 600 (r=303 mm), t=10 mm, E=13000 N/mm2
New publications and improvementsGuidance for design practices based on the partial safety factor concept and the principles of reliability of structures
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→
• The partial safety factor can be calculated using the variation from the combined uncertainty in the strain.
• An error of the calculation model depending on using the inner or mean diameter for the pressure calculation (see ISO 20656-1 section 5.2) shall be taken into consideration.
• Correction factor for increased diameter under pressure.
New publications and improvementsGuidance for design practices based on the partial safety factor concept and the principles of reliability of structures
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→
For the reliability class RC2 and a coefficient of variation of the material not higher than 0,09 the partial material factor for pressure can be calculated as:
New publications and improvementsGuidance for design practices based on the partial safety factor concept and the principles of reliability of structures
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The following table (Table A.1) shows default values for the minimum design safety factor Fsmin (γp x γmp) and are recommended for products meeting ISO 10639, ISO 10467 and ISO 25780
As an example that the uncertainties are doubled (10% in pressure and 18% in material, instead of 10 and 9%) the designer shall consider the following min safety factor
New publications and improvementsRequirements for pressure tests for fittings
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A test method has been developed for pressure tests on fittings (ISO 18851). The test and requirements are included in the product standards (ISO 10639 and ISO/FDIS 10467)
New publications and improvementsIncreased requirements for pressure tests for joints
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The joint method have been revised to include a mean pressure tests for couplings.A bending test for restrained joints as specified in the CEN standards (EN 1796, EN 14364) are included in the joint test methods.The test and requirements are included in the product standards
ISO 8639, ISO/DIS 7432, ISO/DIS 8483 and ISO/DIS 8533
New publications and improvementsSummary
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ISO 8639, ISO/DIS 7432, ISO/DIS 8483 and ISO/DIS 8533
(1) A new standard, ISO 16611, for non-circular products was developed and published in 2017
(2) The ISO product standards ISO 10639 and ISO 10467 (still as FDIS) were revised with major modifications and improvements.
• Pressure design based on partial safety factory concept and Eurocodes.
• Requirements for pressure tests on fittings to prove the structural design.
• Improved pressure requirements for joints and alignment of requirements of axially restrained joints with CEN requirements.
(3) A clear reference to the assessment of conformity document CEN/TS 14632 has been made. Initial type tests should be done by accredited laboratories.
(4) The new product standards will be a model for the revision of the European product standards.
Thank you.